Simulación numérica de muretes de adobe a compresión y tensión diagonal con y sin refuerzo de tiras espaciadas de Guadua angustifolia Kunth
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Adobe
Tiras de Guadua
Mecanismo de Falla
Método de Elementos Finitos (FEM)

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Simulación numérica de muretes de adobe a compresión y tensión diagonal con y sin refuerzo de tiras espaciadas de Guadua angustifolia Kunth. (2025). Ingenieria Y Universidad, 29. https://doi.org/10.11144/Javeriana.iued29.nsaw
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Objetivo: Esta investigación tiene como propósito evaluar el efecto del refuerzo con tiras de Guadua angustifolia Kunth en el comportamiento mecánico de muretes de adobe sometidos a compresión y tensión diagonal. Materiales y métodos: Se realizaron ensayos experimentales en muretes de adobe sin refuerzo y con refuerzo, complementados con simulaciones numéricas mediante el método de elementos finitos (MEF) y el modelo de daño de microplano, seleccionado por su capacidad de representar respuestas no lineales a tracción y compresión en materiales cuasifrágiles. Resultados y discusión: Los análisis mostraron que todas las configuraciones de refuerzo mejoraron el desempeño mecánico de los muretes respecto a los no reforzados, con variaciones según la inclinación de las tiras. Conclusión: Entre las configuraciones evaluadas, la disposición vertical a 90° resultó la más efectiva, al combinar mayor resistencia y rigidez con facilidad constructiva.

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Derechos de autor 2025 Jonathan Danilo Perilla Novoa, Juan Esteban Muñoz Rodríguez, Maritzabel Molina Herrera, Caori Patricia Takeuchi Tam